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Watcr Q!!alit\1 lmprovcmct1t at1() COf1scrvatiof1l'rojcct

Watcr Q!!alit\1 lmprovcmct1t at1() COf1scrvatiof1l'rojcct

Watcr Q!!alit\1 lmprovcmct1t at1() COf1scrvatiof1l'rojcct

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Wcr I~r IYec...7;u/ct--:' T<br />

IIt?n-l C/O( fr-t<br />

~ :::::<br />

~ ,"'; "\... -~1"',<br />

" ''\~J .;..... ,.', ~<br />

~~ --;> DA ITALJA: OFFER COMPOSITlON: -DESCALING LINE. -COOLING EQUIPMENT,<br />

~...1'"<br />

~,IclF'r_<br />

-MAIN PROCESS PUMPS. -MAKE UP 'NATER TREATMENT. -SWICHBOARD,<br />

-SERVICES. DESCALING LINE (PLANT SECTION): FLOW RATE CUBIC METERS IHR=,<br />

NO. OF PUMPS=2 : PUMP CAPACITY EACH ONE= 40 M3/HR: PUMP HEAD = 27 M.'l-I.:<br />

MOTOR HP = 20: IMPELLER= TORQUE FLOW; HYDROCYCLONE= 1 NO. : SCALE PIT<br />

RECOVERY TANK= I NO. ; VOLUME M3=7 : DEEP BED PRESSURE FILTER NO. =2 :<br />

OIA= 2 METER: FILTERING RATE= CU.M.SQ.M.H =6.5 ""'EXT. 13 . BACKVVASH<br />

REQUIREMENTS: AIR SCOURING: BLOWERS NO.=1 : OUTPUT SUCKED 200 CU.M.H :<br />

PRESSURE = 7 M.W.G : BHP 10 : t...10TOR HP = 15 . BACK WASH WATER: 1ST<br />

PHASE = 50 M3/HR ; TIME = 10 MINUTES; 2ND PHASE = 90 M3/HR; TIME 15 MINu";<br />

HYDROCYCLONE WITH 60 DEGREE HOPPER SIZED FOR 40 M3/H FLOW. FILTER<br />

DIA=2000MM: FILTER MEDIA DEPTH MM= 1800MM ; VI/ORKING PRESSURE= 3 KGiCM2<br />

EQUIPED WITH POLYPROPYLENE NOZZLES. AIR BLOWER AJR DILNERY = 220 M3/HR<br />

;PRESSURE = 7 MWG : BHP= 10 : MOTOR= 15 : POLES: 2.<br />

COOLING EQUIPMENT: BASIC DESIGN DATA: WET BULB TEMPERATURE= 25 DEGh-.<br />

C : COOLED WATER TEMPERATURE= 35 DEGREE C . DISCONTINUOS, FLOvV:<br />

PRIMARY+TERTARY COOLlNG/LlNE= 145 M3 /HR FLOW WITH 25 C DIFFERENCE=<br />

3625000 KCAL/HR: FROM SECONDARY COOLING/ LINE = 40 M3/HR FLOW WITH 40 C<br />

TEMP. DIFFERENCE= 1600000 KCAL/HR. TOT: 185 M3/HRlLlNE A WITH AVG TEMP.<br />

DIFFERENCE....DUS C DEG. SO TOT KCAL = 5225000 I LINE. CONTINUOUS F'LOvV:<br />

FROM EAF ::(sOM318 WITH 25 C DIFFE R SO 1250000 KCALjHR HEAT. FROM<br />

COMPRESSORs---rc{ M3/HR FLOW AT 10 C DIFFEPENCE SO ooסס‎10‎ KCAL HEAT.<br />

FROM DIESEL ENGINES( 2 NOS.) 230 M3/H FLOW WITH 25,C DEGREE DIFF. SO<br />

HEAT= 5750000 KCAL. SO TOT CONTNUOUS FLOW @-JM3/H WITIi AVG 24.5 C<br />

DIFF. SO TOT HEAT OF CONTNOUS FLOW= ooסס‎710‎ KCAL.<br />

COOLED WATER TANK: 300 M3; TOT DEPTH= 3.30 ME1ER :'WATER DEPTH= 2.7<br />

METER. EMERGENCY ELEVATED TANK: VOLUME=150 M3 (SUGGESTED) H1EGHT= + 2;<br />

METER ABOVE GROUND LEVEL. CLORINATION: CL GAS 2 PPM.<br />

~m~m0l~m~<br />

BASIC DESIGN DATA<br />

~~jI~1 ~~@I ~~~~~ ~~U~<br />

@f/U/\U >UUHU74 iUUiHUUta$ unHHnnUU)Q: UUHiUUHrr<br />

Mg}),/y( :n///nn~ n«/n/~ nnnnnUHUj)'{ ):\inUHHH:><br />

mY\HHY/ :/:::::UHUi~ :jU/HHH7:~ Hcnnnua27 iHHH>um<br />

KH:nUH\\:HH\· :\~/\(H?~~4 \:HU~ U:UiUiH:UUH\\, H\UHHi:UiH\U<br />

~i!~~~U U=T~)jt~C n:U:Tu:nU\: :::/U}/~Hf H?/inuwQ. i/UU'>U~<br />

MAKE UP RATE OF FLOW REQUIREMENT: WATER LOSSES: CONT. FLOW EVA?<br />

290 1Ir 3.6*24 M3/DAY=250 (EXTENSION +250) ; DISC. FLOW EV/AP. 185*3.7*10<br />

M3/DAY=70/L1NE (EXTEN. +70) ,EST. DRIPPING SECONDARY CIRCUIT M3/DAY=30<br />

(EX1ENSION +30): TOTAL: 350M3/DAY (EXTENSION +350). LOSSES IN CUBIC ME1E,<br />

PER HOUR=15 (EXTEN. +15) .<br />

BLOW DOWN: .;.WITH SOFTEND MAKE-UP ;;;;;15M3/HR.{+15), WiTH DECARBON<br />

p-\~O<br />

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